摘要
对实际工程中采用的大跨度无粘结预应力混凝土转换桁架的受力状态进行了有限元分析 ,由分析结果完成结构设计 ,并在工程应用过程中跟踪检测 ,为实现结构设计对“转换层”提出的更高要求作了有益的尝试。
A large span non-binding prestressed concrete conversion truss is analyzed by the finite element method, and the structure is designed based on the analysis. The site measuring is carried out, which is a useful attempt to meet the higher demand of the conversion floor design.
出处
《工业建筑》
CSCD
北大核心
2002年第12期32-35,共4页
Industrial Construction
